EP0407998A2 - Bidimensional truss structure, particularly support for overhead electric energy transmission lines - Google Patents
Bidimensional truss structure, particularly support for overhead electric energy transmission lines Download PDFInfo
- Publication number
- EP0407998A2 EP0407998A2 EP90113250A EP90113250A EP0407998A2 EP 0407998 A2 EP0407998 A2 EP 0407998A2 EP 90113250 A EP90113250 A EP 90113250A EP 90113250 A EP90113250 A EP 90113250A EP 0407998 A2 EP0407998 A2 EP 0407998A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- stringers
- truss
- truss structure
- electric energy
- transmission lines
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
- E04H12/10—Truss-like structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/24—Cross arms
Definitions
- the present invention refers to flat truss structures, especially designed to form bidimensional supports or towers for high-voltage overhead electric energy transmission lines.
- Stringers of this type as well as providing - due to their excellent characteristics of torsional rigidity - the truss structures of these towers with a high resistance to stresses, are also very convenient to produce, as they consist of repetitive modular structural elements which are easy and economic to assemble and which can be obtained also with plants and equipment making use of robots.
- each stringer can be formed of a single truss beam - as indicated heretofore - or of two or more of said truss beams, positioned side-by-side and connected together either directly and/or with the cooperation of further components, like known type sections.
- the truss beams forming the stringers are connected together by means of bolts, with the interposition of spacing blocks.
- the invention also concerns the supports or towers for overhead electric energy transmission lines, consisting of flat truss structures the stringers of which have the above defined characteristics.
- a first type of these towers is characterized in that, its lower part is formed of two stringers connected by one or more horizontal girders and converging towards the top, substantially in correspondence of the point where the loads are applied, and its part above said point is formed of a vertical structural element obtained by placing side-by-side two truss beams equal to those which form said stringers.
- a second type of these towers is characterized in that, its lower part is formed of two stringers connected by one or more horizontal girders and converging towards the top, substantially in correspondence of the point where the loads are applied, and its part above said point is formed of a vertical structural element obtained by placing side-by-side two truss beams, equal to those which form said stringers and connected together by intermediate sections.
- said intermediate sections preferably consist of channel sections equal to those used to form said truss beams.
- a third type of these towers is formed with parallel stringers, connected at the top by a horizontal cross arm and, at an intermediate height, by parallel or intersecting girders.
- Said beam - illustrated in figs. 1 and 1A - comprises, in known manner, a pair of cold-bent channel sections 1, connected together - with their cavities facing each other - by way of a zigzag-bent steel rod 2, applied by welding 2A onto the edges 3A of both flanges 3 of the channel sections 1.
- this truss beam has a high torsional rigidity and can very conveniently be produced even with highly automated equipment and processes.
- said truss beam is used to form both the lower stringers and the upper structural elements of the towers for overhead electric energy transmission lines.
- the tower shown in fig. 2 comprises, in its lower part, two stringers 4 and 5 converging towards the top substantially into a point 6 where the loads are applied, and in its upper part above said point 6, a single vertical structural element 7.
- the two stringers 4 and are connected by a horizontal girder 8.
- the two stringers 4 and 5 of this tower are each formed (see the section of fig. 3) of a single truss beam of the type shown in fig. 1, while the structural element 7 is formed by placing side-by-side two of said truss beams (see section of fig. 4).
- the tower is likewise formed of two lower converging stringers 9 and 10, which each consist, in this case, of two truss beams 11, 12, - as that illustrated in fig. 1 - placed side-by-side and connected together by means of bolts 13 with the interposition of spacing blocks 14 (see the section of fig. 6); the upper vertical structural element 15 is in turn formed by positioning side-by-side two truss beams 16 and 17, similar to the previous ones, and connecting them, by way of intermediate channel sections 18 (see section of fig. 7), by means of bolts 13 and spacing blocks 14.
- the towers according to the invention are constructed in an extremely simple and convenient manner, due to the structural components adopted therein, especially the stringers formed of the truss beams of fig. 1 - which are very practical and economic to produce, also in a highly automated way - eventually combined with sections of the same type as those forming the beams, the assembly of which is easy and practical.
- these towers can advantageously be formed very slender, thanks to the properties of high torsional rigidity of their structural components.
- Figures 8 and 9 show two further embodiments of the tower according to the invention, comprising vertical parallel stringers.
- the tower of fig. 8 is formed of two parallel stringers 19 and 20 - consisting of truss beams as those of fig. 1, according to the principles adopted in the stringers forming the towers of figs. 2 or 5 - as well as of an upper horizontal cross arm 21, for suspension of the insulators, and of a central intersecting girder or bracing cross 22.
- the tower of fig. 9 equally comprises two parallel stringers 23 and 24 - similar to those of the tower of fig. 8 - as well as an upper horizontal cross arm 25 and two parallel intermediate girders 26 and 27.
- the cross arms and girders of these towers generally consist of conventional open sections.
Abstract
Description
- The present invention refers to flat truss structures, especially designed to form bidimensional supports or towers for high-voltage overhead electric energy transmission lines.
- There are already known to be, from EP-A1-177 634, very convenient truss structures to form supports for overhead electric energy transmission lines: these structures are particularly slender and the lateral deviations of the compressed stringer, outside the plane containing said structures, are at the same time very contained, as is required to prevent risks of failure. These truss structures are formed with stringers consisting of structural elements having a high torsional rigidity, which is less than that of tubular structural elements (tubes), but more than that of open structural elements (angles) normally used to construct the supports or towers in question. They hence allow to reach a perfect compromise between the numerous advantages provided by the use of angles and an improved behaviour against stresses which is typical of tubes.
- It has now been found that further important improvements, from the point of view of torsional rigidity, accompanied by significant advantages from the economical and constructive point of view, can be obtained by realizing the stringers of large flat truss structures - designed to form bidimensional supports or towers for overhead electric energy transmission lines - with structural elements consisting of at least one substantially tubular truss beam, formed of a pair of cold-bent channel sections connected together, with their cavities facing, by way of a zigzag-bent steel rod applied by welding to the flanges of said sections.
- Stringers of this type, as well as providing - due to their excellent characteristics of torsional rigidity - the truss structures of these towers with a high resistance to stresses, are also very convenient to produce, as they consist of repetitive modular structural elements which are easy and economic to assemble and which can be obtained also with plants and equipment making use of robots.
- In the flat truss structure according to the invention, each stringer can be formed of a single truss beam - as indicated heretofore - or of two or more of said truss beams, positioned side-by-side and connected together either directly and/or with the cooperation of further components, like known type sections. In the second case, the truss beams forming the stringers are connected together by means of bolts, with the interposition of spacing blocks.
- The invention also concerns the supports or towers for overhead electric energy transmission lines, consisting of flat truss structures the stringers of which have the above defined characteristics.
- A first type of these towers is characterized in that, its lower part is formed of two stringers connected by one or more horizontal girders and converging towards the top, substantially in correspondence of the point where the loads are applied, and its part above said point is formed of a vertical structural element obtained by placing side-by-side two truss beams equal to those which form said stringers.
- A second type of these towers is characterized in that, its lower part is formed of two stringers connected by one or more horizontal girders and converging towards the top, substantially in correspondence of the point where the loads are applied, and its part above said point is formed of a vertical structural element obtained by placing side-by-side two truss beams, equal to those which form said stringers and connected together by intermediate sections. In this tower, said intermediate sections preferably consist of channel sections equal to those used to form said truss beams.
- A third type of these towers is formed with parallel stringers, connected at the top by a horizontal cross arm and, at an intermediate height, by parallel or intersecting girders.
- The invention will now be described in further detail, by mere way of example, with reference to the accompanying drawings, in which:
- Fig. 1 is a perspective assembly view of the truss beam used to form the stringers of the flat truss structure according to the invention;
- Fig. 1A is an enlarged scale cross section view, along the line A-A of fig. 1, showing the detail of the welding connection between the steel rod and the truss beam of fig. 1;
- Fig. 2 is an elevation view of a first embodiment of a support or tower according to the invention;
- Fig. 3 is an enlarged scale cross section view, along the line III-III of fig. 2, showing one of the stringers forming the lower part of the tower of fig. 2;
- Fig. 4 is an enlarged scale cross section view, along the line IV-IV of fig. 2, showing the vertical structural element forming the top part of the tower of fig. 2;
- Fig. 5 is an elevation view - on an enlarged scale in respect of fig. 2 - showing the central part of a second embodiment of a tower according to the invention;
- Figs. 6 and 7 are enlarged scale cross section views, along the lines VI-VI and VII-VII of fig. 5, showing the lower stringers and, respectively, the upper structural element, forming the tower of fig. 5; and
- Figs. 8 and 9 are diagrammatic elevation views of two further embodiments of the tower according to the invention.
- With reference to the accompanying drawings, a description is given first of all of the type of truss beam used to form the stringers and other structural elements of the towers according to the invention.
- Said beam - illustrated in figs. 1 and 1A - comprises, in known manner, a pair of cold-
bent channel sections 1, connected together - with their cavities facing each other - by way of a zigzag-bent steel rod 2, applied bywelding 2A onto theedges 3A of bothflanges 3 of thechannel sections 1. As also known, this truss beam has a high torsional rigidity and can very conveniently be produced even with highly automated equipment and processes. - In the truss structure according to the present invention, said truss beam is used to form both the lower stringers and the upper structural elements of the towers for overhead electric energy transmission lines.
- Thus, the tower shown in fig. 2 comprises, in its lower part, two
stringers 4 and 5 converging towards the top substantially into a point 6 where the loads are applied, and in its upper part above said point 6, a single vertical structural element 7. The two stringers 4 and are connected by ahorizontal girder 8. - The two
stringers 4 and 5 of this tower are each formed (see the section of fig. 3) of a single truss beam of the type shown in fig. 1, while the structural element 7 is formed by placing side-by-side two of said truss beams (see section of fig. 4). - The tower, the central part of which is shown in fig. 5, is likewise formed of two
lower converging stringers truss beams bolts 13 with the interposition of spacing blocks 14 (see the section of fig. 6); the upper verticalstructural element 15 is in turn formed by positioning side-by-side twotruss beams bolts 13 andspacing blocks 14. - It can easily be understood how the towers according to the invention are constructed in an extremely simple and convenient manner, due to the structural components adopted therein, especially the stringers formed of the truss beams of fig. 1 - which are very practical and economic to produce, also in a highly automated way - eventually combined with sections of the same type as those forming the beams, the assembly of which is easy and practical. At the same time, these towers can advantageously be formed very slender, thanks to the properties of high torsional rigidity of their structural components.
- Figures 8 and 9 show two further embodiments of the tower according to the invention, comprising vertical parallel stringers. The tower of fig. 8 is formed of two
parallel stringers 19 and 20 - consisting of truss beams as those of fig. 1, according to the principles adopted in the stringers forming the towers of figs. 2 or 5 - as well as of an upperhorizontal cross arm 21, for suspension of the insulators, and of a central intersecting girder orbracing cross 22. The tower of fig. 9 equally comprises twoparallel stringers 23 and 24 - similar to those of the tower of fig. 8 - as well as an upperhorizontal cross arm 25 and two parallelintermediate girders - It is understood that there may be other practical embodiments of the towers, and of the structural elements forming the same, differing from those described and illustrated heretofore, which fall within the protection scope of the present invention.
Claims (8)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT8921192A IT1230354B (en) | 1989-07-14 | 1989-07-14 | FLAT SUPPORT FOR AIR LINES FOR ELECTRICITY TRANSPORT. |
IT2119289 | 1989-07-14 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0407998A2 true EP0407998A2 (en) | 1991-01-16 |
EP0407998A3 EP0407998A3 (en) | 1991-05-15 |
Family
ID=11178161
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19900113250 Ceased EP0407998A3 (en) | 1989-07-14 | 1990-07-11 | Bidimensional truss structure, particularly support for overhead electric energy transmission lines |
Country Status (5)
Country | Link |
---|---|
US (1) | US5079891A (en) |
EP (1) | EP0407998A3 (en) |
JP (1) | JPH0355369A (en) |
AU (1) | AU638469B2 (en) |
IT (1) | IT1230354B (en) |
Cited By (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003004802A1 (en) * | 2001-07-03 | 2003-01-16 | Yury Robertovich Gunger | Power transmission line support |
WO2003010403A1 (en) * | 2001-07-25 | 2003-02-06 | Yury Robertovich Gunger | Power transmission line support |
WO2008000972A2 (en) * | 2006-06-29 | 2008-01-03 | Hmy Gestion | Wire gondola |
RU2450110C2 (en) * | 2010-07-01 | 2012-05-10 | Закрытое акционерное общество "Внедренческое научно-производственное общество "РОСЛЭП" | Tower body of overhead transmission line |
RU2471946C2 (en) * | 2011-01-19 | 2013-01-10 | Еуропеан Инвестмент Патент Компани с.р.о. | Support stand for power transmission line (versions) |
RU2473763C1 (en) * | 2011-10-07 | 2013-01-27 | Общество с ограниченной ответственностью "ВЛ-строй" | Tower body of overhead power transmission line |
RU2495213C1 (en) * | 2012-04-19 | 2013-10-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Казанский государственный архитектурно-строительный университет" (КГАСУ) | Method to manufacture steel support of regular alternating section |
RU167490U1 (en) * | 2016-06-24 | 2017-01-10 | Акционерное общество "Омский электромеханический завод" | ELECTRIC TRANSMISSION SUPPORT STAND |
RU168521U1 (en) * | 2016-10-11 | 2017-02-07 | Акционерное Общество "Газпром Электрогаз" | POWER SUPPORT RACK |
RU2632608C1 (en) * | 2016-04-19 | 2017-10-06 | Рамиль Сагитович Гарафутдинов | Power transmission line support post |
RU2641055C1 (en) * | 2017-03-22 | 2018-01-15 | Акционерное общество "Омский электромеханический завод" | Tower body of overhead transmission line |
RU176736U1 (en) * | 2016-02-03 | 2018-01-25 | Акционерное общество "Научно-технический центр Федеральной сетевой компании Единой энергетической системы" | POWER SUPPORT RACK |
RU178237U1 (en) * | 2017-09-07 | 2018-03-28 | Акционерное общество "СпецПроектИнжиниринг" | ELECTRIC TRANSMISSION SUPPORT SEGMENT |
RU191790U1 (en) * | 2018-12-25 | 2019-08-21 | Акционерное общество "Уральский завод металлоконструкций" | Metal profile |
RU193536U1 (en) * | 2019-08-26 | 2019-10-31 | Общество с ограниченной ответственностью "Волгостройресурс" | ELECTRIC TRANSMISSION SUPPORT STAND |
RU202405U1 (en) * | 2020-08-26 | 2021-02-16 | Александр Суренович Марутян | TRIANGULAR EQUAL PROFILE PIPE (BENT WELDED PROFILE) |
WO2021049945A1 (en) * | 2019-09-13 | 2021-03-18 | Hyndla As | A tower section for a truss tower, a truss tower, a truss tower assembly, and use of such section, tower and tower assembly |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20220307282A1 (en) * | 2021-03-29 | 2022-09-29 | Minjiang University | Power transmission tower having elevatable trusses |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1880000A (en) * | 1930-01-23 | 1932-09-27 | Truscon Steel Co | Method of making poles |
EP0177634A1 (en) * | 1984-10-12 | 1986-04-16 | SAE SADELMI S.p.A. | Structural element particularly for obtaining electric line support girders |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1762112A (en) * | 1928-05-02 | 1930-06-03 | Truscon Steel Co | Metal section |
US2315687A (en) * | 1939-07-24 | 1943-04-06 | Edmund P Burke | Construction unit |
US2284898A (en) * | 1939-11-29 | 1942-06-02 | Rudolph B Hartman | Structural system |
US2996160A (en) * | 1958-07-30 | 1961-08-15 | Acrow Eng Ltd | Builder's appliances |
AT213037B (en) * | 1959-06-08 | 1961-01-25 | Ludwig Lindpointner | Building contractors, in particular formwork supports |
CH391266A (en) * | 1961-11-14 | 1965-04-30 | Pontex Spa | Telescopic beam particularly for reinforcements suitable for laying floors |
IT1163808B (en) * | 1983-07-19 | 1987-04-08 | Sadelmi Cogepi Cie Gen Progett | STRUCTURAL ELEMENT FOR METAL CARPENTRY AND STRUCTURES IN PARTICULAR SUPPORTS FOR AERIAL ELECTRICITY TRANSMISSION LINES WITH IT REALIZABLE |
-
1989
- 1989-07-14 IT IT8921192A patent/IT1230354B/en active
-
1990
- 1990-07-11 EP EP19900113250 patent/EP0407998A3/en not_active Ceased
- 1990-07-12 US US07/551,480 patent/US5079891A/en not_active Expired - Lifetime
- 1990-07-13 JP JP2186964A patent/JPH0355369A/en active Pending
- 1990-07-16 AU AU59032/90A patent/AU638469B2/en not_active Ceased
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1880000A (en) * | 1930-01-23 | 1932-09-27 | Truscon Steel Co | Method of making poles |
EP0177634A1 (en) * | 1984-10-12 | 1986-04-16 | SAE SADELMI S.p.A. | Structural element particularly for obtaining electric line support girders |
Non-Patent Citations (1)
Title |
---|
IEEE TRANSACTIONS ON POWER APPARATUS AND SYSTEMS. vol. 101, no. 10, 10 October 1982, NEW YORK US pages 4069 - 4087; H. J. Sanson et al.: "Colorado-UTE's 345KV steel latticed "H" frame line designed as a structural system" * |
Cited By (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003004802A1 (en) * | 2001-07-03 | 2003-01-16 | Yury Robertovich Gunger | Power transmission line support |
WO2003010403A1 (en) * | 2001-07-25 | 2003-02-06 | Yury Robertovich Gunger | Power transmission line support |
WO2008000972A2 (en) * | 2006-06-29 | 2008-01-03 | Hmy Gestion | Wire gondola |
FR2902987A1 (en) * | 2006-06-29 | 2008-01-04 | Hmy Gestion Soc Par Actions Si | GONDOLE FILAIRE |
WO2008000972A3 (en) * | 2006-06-29 | 2008-04-10 | Hmy Gestion | Wire gondola |
RU2450110C2 (en) * | 2010-07-01 | 2012-05-10 | Закрытое акционерное общество "Внедренческое научно-производственное общество "РОСЛЭП" | Tower body of overhead transmission line |
RU2471946C2 (en) * | 2011-01-19 | 2013-01-10 | Еуропеан Инвестмент Патент Компани с.р.о. | Support stand for power transmission line (versions) |
RU2473763C1 (en) * | 2011-10-07 | 2013-01-27 | Общество с ограниченной ответственностью "ВЛ-строй" | Tower body of overhead power transmission line |
RU2495213C1 (en) * | 2012-04-19 | 2013-10-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Казанский государственный архитектурно-строительный университет" (КГАСУ) | Method to manufacture steel support of regular alternating section |
RU176736U1 (en) * | 2016-02-03 | 2018-01-25 | Акционерное общество "Научно-технический центр Федеральной сетевой компании Единой энергетической системы" | POWER SUPPORT RACK |
RU2632608C1 (en) * | 2016-04-19 | 2017-10-06 | Рамиль Сагитович Гарафутдинов | Power transmission line support post |
RU167490U1 (en) * | 2016-06-24 | 2017-01-10 | Акционерное общество "Омский электромеханический завод" | ELECTRIC TRANSMISSION SUPPORT STAND |
RU168521U1 (en) * | 2016-10-11 | 2017-02-07 | Акционерное Общество "Газпром Электрогаз" | POWER SUPPORT RACK |
RU2641055C1 (en) * | 2017-03-22 | 2018-01-15 | Акционерное общество "Омский электромеханический завод" | Tower body of overhead transmission line |
RU178237U1 (en) * | 2017-09-07 | 2018-03-28 | Акционерное общество "СпецПроектИнжиниринг" | ELECTRIC TRANSMISSION SUPPORT SEGMENT |
RU191790U1 (en) * | 2018-12-25 | 2019-08-21 | Акционерное общество "Уральский завод металлоконструкций" | Metal profile |
RU193536U1 (en) * | 2019-08-26 | 2019-10-31 | Общество с ограниченной ответственностью "Волгостройресурс" | ELECTRIC TRANSMISSION SUPPORT STAND |
WO2021049945A1 (en) * | 2019-09-13 | 2021-03-18 | Hyndla As | A tower section for a truss tower, a truss tower, a truss tower assembly, and use of such section, tower and tower assembly |
US11939784B2 (en) | 2019-09-13 | 2024-03-26 | Hyndla As | Tower section for a truss tower, a truss tower, a truss tower assembly, and use of such section, tower and tower assembly |
RU202405U1 (en) * | 2020-08-26 | 2021-02-16 | Александр Суренович Марутян | TRIANGULAR EQUAL PROFILE PIPE (BENT WELDED PROFILE) |
Also Published As
Publication number | Publication date |
---|---|
IT8921192A0 (en) | 1989-07-14 |
EP0407998A3 (en) | 1991-05-15 |
US5079891A (en) | 1992-01-14 |
JPH0355369A (en) | 1991-03-11 |
AU638469B2 (en) | 1993-07-01 |
AU5903290A (en) | 1991-01-17 |
IT1230354B (en) | 1991-10-18 |
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